JPS6115084Y2 - - Google Patents

Info

Publication number
JPS6115084Y2
JPS6115084Y2 JP8082477U JP8082477U JPS6115084Y2 JP S6115084 Y2 JPS6115084 Y2 JP S6115084Y2 JP 8082477 U JP8082477 U JP 8082477U JP 8082477 U JP8082477 U JP 8082477U JP S6115084 Y2 JPS6115084 Y2 JP S6115084Y2
Authority
JP
Japan
Prior art keywords
formwork
plates
lattice
space
unit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP8082477U
Other languages
Japanese (ja)
Other versions
JPS547506U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP8082477U priority Critical patent/JPS6115084Y2/ja
Publication of JPS547506U publication Critical patent/JPS547506U/ja
Application granted granted Critical
Publication of JPS6115084Y2 publication Critical patent/JPS6115084Y2/ja
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 この考案は地山法面補強のための法枠に関する
ものであつて、その目的は長方形の型枠板を連結
した〓状の方形枠状の型枠ユニツトを使用し、作
業性が高く形状および寸法が正確な現場打ちコン
クリートの法枠を提供することにある。
[Detailed description of the invention] This invention relates to a slope reinforcement framework for ground slopes, and its purpose is to use a rectangular frame-like formwork unit that connects rectangular formwork plates. The object of the present invention is to provide a cast-in-place concrete legal framework with high workability and accurate shape and dimensions.

この考案の実施例を図面によつて説明する。 An embodiment of this invention will be described with reference to the drawings.

第1図は型枠ユニツト4を示すもので、細長い
長方形をした金属板等よりなる型枠板1を蝶番状
連結部2で開閉自在に連結したもので、使用時は
前記連結部で型枠板を開いて屏風を立てたように
使用し、不使用時折畳むことができるようにして
ある。なお型枠板1の端部を、他の型枠ユニツト
の型枠板の端部と重ね合せて第2図のようにボル
トで連結して使用する場合にはボルト孔3を設
け、また第6図のように前記ボルト孔3と併列し
て同じ大きさの空気孔12を多数形成することも
ある。
Figure 1 shows a formwork unit 4, in which formwork plates 1 made of elongated rectangular metal plates or the like are connected by a hinge-like connecting part 2 so as to be openable and closable. The board is opened and used like a folding screen, and can be folded up when not in use. Note that when the end of the formwork plate 1 is overlapped with the end of the formwork plate of another formwork unit and connected with bolts as shown in Fig. 2, bolt holes 3 are provided. As shown in FIG. 6, a large number of air holes 12 of the same size may be formed in parallel with the bolt holes 3.

次に、この型枠ユニツトを用いた法枠のコンク
リート打設の実施状態を第4図および第5図によ
り説明する。まず、開いた状態の型枠ユニツト4
をその蝶番状連結部2が方形空間6の隅角部に位
置するように屏風を立てるようにして立て方形空
間6の辺の長さが所望の長さになるように型枠ユ
ニツトの端をつき合わせ、あるいは重ね合せるよ
うにし、型枠板1により囲まれた方形空間6を構
成する。型枠板1の端同士を重ね合せたときは型
枠板1の孔3を貫通したボルトで締結してもよ
く、また型枠板1の重ね合せを容易、確実にする
ため第3図のような嵌合突起部5を設け、これに
より型枠板同士を固定してもよい。図面において
は方形空間を構成する型枠ユニツトの型枠板が直
角となるように開いたものを示してあるが、任意
角度開いたものでもよい。このように型枠ユニツ
ト4で構成した方形空間6を地山法面7上に組合
せて格子状に配列して格子状の法枠を構築するた
めのコンクリート設枠を形成し、この打設枠を地
山に打ち込んだ棒状のアンカー8により地山に固
定する。
Next, the state of concrete pouring of the legal framework using this formwork unit will be explained with reference to FIGS. 4 and 5. First, formwork unit 4 in the open state
erect the folding screen so that the hinge-like connecting parts 2 are located at the corners of the rectangular space 6, and then set the ends of the formwork unit so that the sides of the rectangular space 6 have the desired length. They are placed abutting or overlapping to form a rectangular space 6 surrounded by the formwork plates 1. When the ends of the formwork plates 1 are overlapped, they may be fastened together with bolts passing through the holes 3 of the formwork plates 1, and in order to make the overlapping of the formwork plates 1 easy and reliable, the method shown in Fig. 3 is used. A fitting protrusion 5 may be provided to fix the formwork plates to each other. In the drawings, the formwork plates of the formwork units constituting the rectangular space are shown opened at right angles, but they may be opened at any angle. The rectangular spaces 6 constituted by the formwork units 4 are combined and arranged in a grid on the ground slope 7 to form a concrete construction frame for constructing a grid-like slope. is fixed to the ground using a rod-shaped anchor 8 driven into the ground.

型枠ユニツト4の型枠板1によつて構成する方
形空間6により形成される格子の形状は例えば方
形格子状、菱形格子状のものであり、型枠板1の
間に補強筋として鉄筋9、フープ筋10等からな
る鉄筋篭を配筋し、鉄筋篭は型枠にスペーサーを
介して止めるか、地山にアンカーを配置して止め
る。
The shape of the lattice formed by the rectangular space 6 formed by the formwork plates 1 of the formwork unit 4 is, for example, a rectangular lattice shape or a diamond lattice shape. , a reinforcing bar cage consisting of hoop reinforcements 10, etc. is arranged, and the reinforcing bar cage is fixed to the formwork via spacers or by placing anchors in the ground.

次いで、型枠板1,1間にモルタルあるいはコ
ンクリート等のモルタル類11を吹き付けによつ
て付設する。そして、モルタル類の硬化後型枠ユ
ニツト4はそのままにしてもよく、また必要によ
り脱型してもよい。そして、構成された法枠間に
従来通り客土、植生土、玉石詰等が実施される。
Next, mortar or mortar 11 such as concrete is attached between the formwork plates 1 and 1 by spraying. After the mortar has hardened, the formwork unit 4 may be left as it is, or may be removed from the mold if necessary. Then, adding soil, vegetated soil, cobblestone filling, etc. are carried out between the constructed legal frameworks as usual.

この考案によると、型枠ユニツトは折畳できる
から嵩高とならずに搬送することができ、また型
枠ユニツトを組立てるに際し屏風を立てるように
して組立てできるものであるから、従来の1枚の
枠板を単位として組立設置する型枠に比べ、容
易、正確に設置できるとともに作業の省力化を進
め、工費の低減を図り得るものである。なお、型
枠板に径が5〜10mm程度の任意形状の多数の孔を
形成しておけば、通常の枠板を用いて吹き付けコ
ンクリートを打設する場合、圧縮空気と反発材料
が型枠内にとどまり、完全に固めた良質のコンク
リート類の打設ができなかつたところ、この欠点
を解消し、完全に締め固めたコンクリートを打設
することができる。また空気孔をつけたことによ
り型枠を軽量化することができ作業の安全と省力
化をさらに進めることができるものであり、空気
孔は形状、寸法、位置を選び穿設することにより
重ね合せ固定用の孔として用いることも可能であ
る。
According to this idea, the formwork unit can be folded, so it can be transported without being bulky, and since the formwork unit can be assembled like a folding screen, it is possible to assemble the formwork unit in the same way as a folding screen. Compared to formwork that is assembled and installed in units of plates, it can be installed more easily and accurately, and it also saves labor and reduces construction costs. In addition, if a large number of holes of arbitrary shape with a diameter of about 5 to 10 mm are formed in the formwork plate, when pouring shotcrete using a normal frame plate, compressed air and repellent material will be able to flow inside the formwork. However, this drawback has been overcome and it is now possible to place completely compacted concrete. In addition, by adding air holes, the weight of the formwork can be reduced, which further improves work safety and labor savings.The air holes can be overlapped by selecting the shape, size, and position and drilling them. It is also possible to use it as a fixing hole.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は型枠ユニツトの一部斜視図、第2図は
連結状態を示す部分斜視図、第3図は嵌合部を設
けた連結部斜視図、第4図は施工状態の斜視図、
第5図は施工状態の断面図、第6図は空気抜を設
けた型枠板の斜視図である。 1……型枠板、2……型枠板連結辺、3……連
結用孔、4……型枠ユニツト、5……型枠板嵌合
突起部、6……方形空間、7……地山法面、8…
…アンカー、9……鉄筋、10……フープ筋、1
1……モルタル、12……空気抜。
Fig. 1 is a partial perspective view of the formwork unit, Fig. 2 is a partial perspective view showing a connected state, Fig. 3 is a perspective view of a connecting part provided with a fitting part, and Fig. 4 is a perspective view of a construction state.
FIG. 5 is a cross-sectional view of the construction state, and FIG. 6 is a perspective view of a form board provided with an air vent. DESCRIPTION OF SYMBOLS 1...Form plate, 2...Form plate connecting side, 3...Connecting hole, 4...Formwork unit, 5...Form plate fitting protrusion, 6...Square space, 7... Rock slope, 8...
...Anchor, 9...Reinforcing bar, 10...Hoop bar, 1
1...Mortar, 12...Air release.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 細長い型枠板の一端部を折畳みできるようにし
た蝶番状連結部で開閉自在に連結してできた型枠
ユニツトを、開いた状態で前記連結部が格子状空
間の隅角部に位置するように配置すると共に型枠
板の他端部同士を格子状空間の中間でつき合せあ
るいは重ね合せて固定して構成した格子状型枠の
型枠板間に鉄筋を配筋してコンクリートを打設し
てあることを特徴とする法枠。
A formwork unit formed by connecting one end of the elongated formwork plates so that they can be opened and closed using a foldable hinge-like connecting part is arranged so that the connecting part is located at a corner of the lattice-like space in an open state. Concrete is poured by placing reinforcing bars between the formwork plates of the lattice-like formwork, which is constructed by placing the other ends of the formwork plates against each other in the middle of the lattice-like space or overlapping and fixing them. A legal framework characterized by:
JP8082477U 1977-06-20 1977-06-20 Expired JPS6115084Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8082477U JPS6115084Y2 (en) 1977-06-20 1977-06-20

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8082477U JPS6115084Y2 (en) 1977-06-20 1977-06-20

Publications (2)

Publication Number Publication Date
JPS547506U JPS547506U (en) 1979-01-18
JPS6115084Y2 true JPS6115084Y2 (en) 1986-05-10

Family

ID=29000094

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8082477U Expired JPS6115084Y2 (en) 1977-06-20 1977-06-20

Country Status (1)

Country Link
JP (1) JPS6115084Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5410504A (en) * 1977-06-24 1979-01-26 Okabe Kk Method of construction of reinforcing ground and mountain
JPS59126823A (en) * 1983-01-07 1984-07-21 Kazutomi Ito Slope frame formation work for protection work of sloped ground
JPS59213818A (en) * 1983-05-18 1984-12-03 Tousen Koken Kk Slope frame

Also Published As

Publication number Publication date
JPS547506U (en) 1979-01-18

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